Simplified modelling strategies to simulate the dynamic behaviour of R/C walls

Journal of Earthquake Engineering

Volumn 9, Issue 2, 2005, Pages 285-306

  Kotronis, Panagiotis ^a   Mazars, Jacky ^a  

^a LABORATOIRE SOLS SOLIDES STRUCTURES   (France)

Author keywords

Damage; Lattice; Multifibre beam; Shear walls; Simplified models

Indexed keywords

DAMAGE; EARTHQUAKE GROUND MOTIONS; INTERPOLATION FUNCTION; LATTICE; MULTIFIBRE BEAM; NUMERICAL STRATEGIES; SIMPLIFIED MODELLING; TIMOSHENKO BEAM ELEMENTS;

CONCRETES; SHEAR WALLS;

REINFORCED CONCRETE;

EID: 84878088568     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632460509350543     Document Type: Article

References (24)

1. Armstrong, P. J. and Frederick, C. O. [1966] "A mathematical representation of the multiaxial Bauschinger effect," G. E. G. B. Report RD/B/N 731.
2. CAFEEL-ECOEST/ICONS, [2001] "Thematic report N.5. Shear Walls Structures," editors J. M. Reynouard, M. N. Fardis, September.
3. Casaux, G., Ragueneau, F., Kotronis, P. and Mazars, J. [2004] "Enhanced 3D multifibre beam element accounting for shear and torsion," Fifth International Conference on Fracture Mechanics of Concrete Structures, Ia-FraMCos, Li et al. (eds.) 2, 805-812.
4. Chambon, R., Caillerie, D. and Matsushima, T. [2001] "Plastic continuum with microstructure, local second gradient theories for geomaterials: Localization studies," Int. J. Solids & Structures 38, 8503-8527.
5. Combescure, D. and Chaudat, Th. [2000] "ICONS European program seismic tests on R/C bearing walls. CAMUS I11 specimen," Rapport DMT, SEMT/EMSI/TR/00-014/A, CEA Saclay.
6. Cowper, G. R. (1966) "The shear coefficient in Timoshenko's beam theory," ASME Journal of Applied Mechanics 33, 335-340.
7. Filippou, F. C. [1996] "Nonlinear static and dynamic analysis for evaluation of structures," 3rd European Conference on Structure Dynamics Eurodyn 96, Florence, Italy,. 395-402.
8. Friedman, Z. and Kosmatka, J. B. [1993] "An improved two-node Timoshenko beam finite element ," Computers and Structures 47(3), 473-481.
9. Guedes, J., Phgogon, P. and Pinto, A. [1994] "A fibre Timoshenko beam element in CASTEM 2000," Special publication Nr. I. 94.31, J. R. C., 1-21 020, Joint Research Center, Ispra, Italy.
10. Hrennikoff, A. [1941] "Solution of problems of elasticity by the Framework Method," J. of Applied Mechanics, A 169-175.
11. Kotronis, P. [2000] "Cisaillement dynamique de murs en béton armé Modéles simplifís 2D et 3D," PhD thesis, Ecole Normale Supérieure de Cachan.
12. Kotronis, P., Ma, J. and Davenne, L. [2003] The equivalent reinforced concrete model for simulating the behaviour of shear walls under dynamic loading," Engineering Fracture Mahanics 70(7-8), 1085-1097.
13. Kotronis, P., Davenne, L. and Mazars, J. [2004] Upoutre 3D multifibre Timoshenko pour la modélisation des structures en béton armé soumises à des chargements sérvés," Revue Française de Géie Civil 8(2-31, 329-343.
14. Kotronis, P.,C hambon, R., Mazars, J. and Collin, F. [2005] "Locasl econd gradient models -and damage mechanics: Application to concrete," ICFXI - 11th International Conference on Fracture, Turin (Italy), March 20-25, (in print).
15. La Borderie, C. L. [1991] "Phénomènes unilatéraux dans un matkriau endommageable: modélisation et application à l'analyse des structures en béton," PhD thesis, Université Paris 6.
16. Mazars, J., Berthaud, Y. and Ramtani, S. [1990] "The unilateral behavior of damaged concrete," Engineering Fract. Mechanics 35(4-5), 629-635.
17. Mazars, J., Kotronis, P. and Davenne, L. [2002] "A new modelling strategy for the behaviour of shear walls under dynamic loading," Earthquake Engineering and Structural Dynamics 31 (4), 937-954.
18. OECD, [1996] "Seismic shear wall ISP. NUPEC'S seismic ultimate dynamic response test ," Organisation for Economic-Cooperation and Development, Comparison report, OECD/GD(96)188.
19. Pégon, P., Plumier, C., Pinto, A., Molina, J., Gonzala, P., Tognoli, P. and Hubert, O. [2000] "U-shaped-wall: Description of the experimental set-up," Report, Joint Research Center (J.R.C.), Ispra, Italy.
20. Petrangeli, M., Pinto, P. E., Ciampi, V. (19991 "Fiber element for cyclic bending and shear of RC structures. I: Theory," J. E m. Mech. IZS(g), 994-1001.
21. Pijaudier-Cabot, G. and Bajant, 2. P. (19871 "Nonlocal damage theory," Journal of Engineering Mechanics 113, 1512-1533.
22. Ragueneau, F., La Borderie, C. and Mazars, J. [2000] "Damage model for concrete-like materials coupling cracking and friction, contribution towards structural damping: First uniaxial applications," Mechanics of Cohesive-frictional Materials 5(8), 607-626.
23. Spacone, E., Filippou, F. C. and Taucer, F. F. (19961 "Fiber beam-column model for nonlinear analysis of R/C frames. I: Formulation," Earthquake Engineering and Structural Dynamics, 25(7), 711-725.
24. Taylor, R. L. [2000] "FEAP: A finite element analysis program, version 7.3 manual," University of California, Berkeley.